La corrosion des armatures constitue la principale cause de dégradation des ouvrages en béton armé, et occasionne des coûts élevés de maintenance/réparation. Pour prévenir ce problème sur ouvrages neufs, une solution consiste à renforcer les structures en béton par des armatures non-métalliques de type Polymère Renforcé de Fibres (PRF), généralement à base de fibres de verre, de carbone ou d'aramide. Il existe aujourd'hui plusieurs textes réglementaires consacrés aux armatures PRF, notamment aux USA, au Canada et au Japon, et de nombreux ouvrages en béton armé par barres en PRF ont d'ailleurs été construits dans ces pays. Cependant, si l'utilisation de ces nouvelles armatures semble à priori prometteuse, elle suscite encore des réserves de la part des maîtres d'ouvrages, notamment en France. Il subsiste en effet des incertitudes sur le comportement à long terme des structures renforcées par PRF, et plus particulièrement sur la durabilité en milieu alcalin des armatures à matrice vinylester ou époxy renforcée par des fibres de verre (PRFV), qui sont actuellement les plus utilisées, ou encore sur le vieillissement de l'interface PRF/béton. Dans ce contexte, la présente étude vise à développer pour la première fois en France, un ensemble de méthodologies permettant, d'une part, de caractériser les principales propriétés physiques, mécaniques et d'interface des différentes armatures en PRF disponibles sur le marché, mais également d'évaluer la durabilité d'armatures en PRFV (les plus représentatives du marché) et de l'interface PRFV/béton à travers des procédures pertinentes de vieillissements accélérés. La première partie de l'étude a donc été consacrée à la caractérisation physique et mécanique d'une sélection d'armatures du commerce, confectionnées à base de fibres de verre, de carbone ou d'aramide, et au comportement mécanique de l'interface entre ces PRF et le béton. Outre la caractérisation microstructurale des PRF par techniques de microscopie et d'analyse thermique, la mise en place de dispositifs d'essais de traction et de flexion 3 points à appuis rapprochés (Short-beam test) a permis d'accéder respectivement aux propriétés mécaniques en traction (module d'élasticité, résistance) et à la résistance au cisaillement inter-laminaire des armatures. Des essais spécifiques d'arrachement (Pull-out) ont ensuite permis d'évaluer l'influence de différents paramètres (type de fibre, diamètre et géométrie de surface des barres) sur le mécanisme de transfert d'effort à l'interface armature/béton. Une grande originalité de l'approche proposée réside dans l'instrumentation d'une partie des corps d'épreuve par des capteurs de déformation à fibre optique disposés au niveau de l'interface armature/béton ; ce dispositif de mesures réparties permet d'accéder à des informations locales comme le profil des déformations de traction de l'armature, et d'en déduire la longueur d'ancrage des différentes armatures dans le béton. En complément de l'étude expérimentale précédente, un travail de modélisation analytique et numérique a été initié en vue de simuler les essais d'arrachement et d'appréhender plus finement les mécanismes d'interface mis en jeu entre l'armature et le béton lors de ces essais. Dans cette optique, un modèle analytique d'interface a tout d'abord été proposé, puis introduit dans un modèle aux éléments finis (modèle d'endommagement de zones cohésives). Enfin, un protocole de vieillissement accéléré a été appliqué à des barres en PRFV seules ou noyées dans un milieu cimentaire. Les caractéristiques résiduelles des armatures et des interfaces ont été évaluées à différentes échéances de vieillissement (jusqu'à 240 jours). Hormis une diminution des propriétés mécaniques des barres soumises à une immersion directe en solution alcaline, cette condition pouvant être considérée comme très sévère par rapport aux conditions de service, il n'a pas été observé de dégradation des propriétés d'adhérence PRF/béton par rapport à l'état initial / Corrosion of the steel reinforcing bars (rebars) is the main process involved in the degradation of reinforced concrete (RC) structures, and has large repercussions on the maintenance/reparation expenses. To prevent such degradations on new infrastructures, the use of corrosion-free reinforcements, such as Fiber Reinforced Polymer (FRP) bars based on glass, carbon or aramid fibers, is gaining interest. Specific guidelines are already available in several countries (USA, Canada or Japan for instance), that define the design principles and good practices for this type of internal rebars; beside, many FRP RC structures have been built and are in service in these countries. Although the development of these new reinforcing bars is quite promising, infrastructures owners are still reluctant for their wide-scale use, especially in France. There are still major concerns regarding the long term behavior of FRP RC structures, and more particularly, the durability of glass fibers reinforced polymers (GFRP) when subjected to an alkaline environment, and the ageing behavior of the GFRP/concrete bonding as well. In this context, the present study aims at developing for the first time in France, a set of methodologies that allows : to characterize the main physical/mechanical properties of different types of FRP bars from the marketto assess the durability of GFRP bars (the most common type of bar) and their interface with concrete through relevant accelerated ageing procedures. The first part of this study was thus devoted to the physical/mechanical characterization of a selection of commercially available FRP rebars, based on glass, carbon or aramid fibers, and to the mechanical behavior of corresponding FRP/concrete interfaces. Beside the microstructural characterization of the various FRP materials by microscopy and thermal analysis techniques, tensile and short beam tests were developed in order to determine the tensile properties (Young's modulus and strength) and the interlaminar shear strength (ILSS) of the bars. Specific pull-out tests then made it possible to evaluate the influence of several parameters (type of fibers, diameter and surface geometry of the bars) on the mechanism of load transfer at the bar/concrete interface. A main originality of the proposed approach relied on the instrumentation of several test bodies by optical fiber strain sensors, which were installed along the bar/concrete interface. Such a distributed measurement system provided local information in the form of tensile strain profiles of the bars along the interface, and made it possible to determine the effective transfer length of the various types of FRP bars. As a complement to the previous experimental study, an analytical and numerical modeling work was initiated to simulate the pull-out tests and investigate more closely the interfacial mechanisms involved in the FRP bar/concrete bond behavior. In this line, an improved interface model was first proposed, which was then implemented in a finite element model (cohesive zone model formulated in the context of damage mechanics).Finally, an accelerated ageing protocol was developed and applied to the GFRP bars, either alone or embedded in a concrete medium. The retention properties of both bars and interfaces were determined after various periods of exposure (up to 240 days). Except a drop of tensile properties observed for GFRP bars that were directly immersed in an alkaline solution, which is considered as a very severe environment compared to actual service conditions, no significant loss of interfacial properties was detected on aged specimens compared to the initial state

[pt] Este trabalho versa sobre duas diferentes aplicações de sensores a redes de Bragg em fibra óptica. A primeira consiste no desenvolvimento de uma técnica de sensoriamento do pH empregando fibra óptica, que visa a monitoração contínua e permanente deste parâmetro em poços de petróleo depletados e de injeção. Nesta aplicação, as redes de Bragg são acopladas, através de um mecanismo transdutor, a sistemas poliméricos que respondem a alterações do pH apresentando uma variação expressiva de seu volume. O tempo de resposta e o fator de inchamento do sistema polimérico foram caracterizados para valores de pH 3, 4, 5, e 6, em soluções aquosas contendo sais dissolvidos em concentrações típicas das encontradas em águas de formação. As medições foram realizadas a temperaturas e pressões ambientes, assim como na presença de óleo, e após a pressurização do sistema polimérico até 5000 psi. Diferentes mecanismos transdutores foram projetados e construídos, e suas respostas, avaliadas em soluções aquosas com composição similar à das águas de formação. Foram estimadas a sensibilidade da técnica e as principais fontes de incerteza na medição do pH. Procurou-se também avaliar a funcionalidade dos mecanismos transdutores visando uma futura instalação em poço. Na segunda aplicação, é proposta uma técnica para a medição in situ da tensão residual induzida em filmes finos de alta dureza durante sua deposição em câmaras de sputtering assitido por rádio-frequência e campo magnético. A técnica é constituída por uma viga em aço engastada, tendo uma de suas faces instrumentada com um conjunto de redes de Bragg a fibra óptica, enquanto a face oposta é exposta ao fluxo de íons do material a ser depositado. O sistema sensor é instalado em uma câmara que opera sob alto vácuo, enquanto os aparelhos de leitura permanecem no exterior. A resposta do protótipo em função de variações do campo magnético e da temperatura no interior da câmara foi levantada. Em seguinda, foram realizadas medições da deformação da viga durante a deposição de filmes de sílica, de óxido de titânio-índio, e de carbeto de silício. A tensão residual dos filmes foi calculada e comparada com resultados de medições de curvatura do substrato realizadas empregando um perfilômetro. Tensões residuais de 6 MPa até 0,2 Gpa foram obtidas durante as diferentes deposições. / [en] This work treats of two different applications of optical fiber Bragg grating sensors. The first application consists of a pH sensing technique that employs optical fiber to permanent and continuously monitor the pH in depleted and injection oil wells. In this application, the Bragg gratings are coupled by a transduction mechanism to a polymeric system which responds to pH variations with a large volume change. The response time as well as the swelling factor of the polymeric system at pH 3, 4, 5, and 6 have been characterized in aqueous solutions with dissolved salts in concentrations typical of those found in formation waters. Experiments have been carried out at room temperature and pressures, in the presence of oil, and after pressurization up to 5000 psi. Several mechanisms of transduction have been designed, constructed, and tested in solutions similar to the formation waters. The sensitivity of the technique and the main sources of uncertainties related to the pH measurement have been investigated. Also, the functionality of the mechanisms has been evaluated aiming at a future installation in the petroleum wells. The second application investigated is a technique for in situ measurement of the residual stress induced in hard thin films during deposition by RF magnetron sputtering. The sensing technique consists of a cantilever steel beam. One of the surfaces of the beam is instrumented using optical fiber Bragg gratings; the opposite face is exposed to the ion flux that originates the thin film. The sensing system is installed in a vacuum chamber while the interrogating apparatus remains outside. The prototype has been characterized with respect to variations of the magnetic field and the temperature inside the chamber. Measurements of the beam strain have been carried out during deposition of silica, indium- titanium oxide, and silicon carbide thin films. The residual stresses have been calculated and the results compared with data obtained using perfilometry. Residual stress values varying from 6 MPa up to 200 MPa have been obtained during the different deposition processes.

[pt] De acordo com os cálculos do Sindicato Nacional da Indústria de Cerveja (Sindicerv), os estados e o governo federal perdiam anualmente cerca de R$ 720 milhões em arrecadação, devido à sonegação praticada por alguns fabricantes de cerveja. Um elemento facilitador para esse tipo de sonegação é o método atualmente utilizado pela Receita Federal para o controle da quantidade de volume produzido, que envolve apenas o controle de notas fiscais de vendas, o que tem sido uma grande fonte de erros e prejuízo, tanto para as empresas, quanto para o governo. Em 2001, com o objetivo de criar mecanismos que auxiliem no controle de arrecadação de impostos, o governo federal publicou a Medida Provisória no 2.158-35, obrigando os fabricantes a instalar um Sistema de Medição de Vazão (SMV) em todas as linhas de engarrafamento, na entrada de cada enchedora. O SMV seria usado inicialmente apenas no monitoramento. Além de medir a quantidade de bebida produzida, o SMV é, por meio de um sistema de condutivímetro elétrico, responsável por detectar o tipo de líquido que está sendo envasado. Nesta dissertação, são avaliadas possíveis técnicas de diferenciação de bebidas alcoólicas e não-alcoólicas, visando atribuir maior confiança à Receita Federal e aos consumidores. Além da condutividade, foram avaliadas a densimetria e a potenciometria. Devido a problemas encontrados nestas três (3) técnicas, resolveu-se testar a eficiência de um sensor à fibra óptica de índice de refração para a diferenciação de bebidas. A principal vantagem deste sensor é tornar a sonegação mais difícil, pois, ao contrário do condutivímetro, não sofre influência eletromagnética externa. As incertezas de medição dos valores obtidos para condutividade e índice de refração foram calculadas. Os resultados da presente dissertação são suficientemente significativos para substanciar a recomendação de uma revisão da Medida Provisória no 2.158- 35. Parte desta dissertação foi financiada, através do Convênio referência FINEP n° 22.01.0692.00, pelo Programa Tecnologia Industrial Básica e Serviços Tecnológicos para a Inovação e Competitividade MCT/FINEP/FNDCT/Fundo Verde Amarelo, um programa cooperativo universidade- empresa. / [en] According to the Brazilian Sindicato Nacional da Indústria de Cerveja (Sindicerv), about R$ 720 million a year used to be lost due to federal and state tax evasion by some beer manufacturers. Tax evasion used to be eased by the method used by the Brazilian federal revenue service (Receita Federal) to monitor the amount of beer manufactured, which was solely based on sales receipts, resulting in large losses for the government and companies. In 2001, in order to create mechanisms to help in tax collection, the Federal government issued the Medida Provisória no 2.158-35, making it mandatory for the manufacturers to install a Flow Measurement System in all bottling lines, at the beginning of the beverage filler. The system was to be initially used as a monitoring device. In addition to measuring the amount of beverage manufactured, the Flow Measurement System is also responsible for detecting the type of beverage being bottled or canned by means of an electrical conductivity sensor. This and other possible methods for distinguishing between alcoholic and non alcoholic beverages in the Flow Measurement System are evaluated in this dissertation, in order to increase reliability for the Receita Federal and the consumers. In addition to the conductivity, density and pH measurements were also evaluated. Due to problems found in these three (3) techniques, an index of refraction optical fiber sensor was also tested for distinguishing between beverages. The main advantage of this sensor is that it makes tax evasion more difficult because, as opposed to the conductivity sensor, it is not affected by external electromagnetic interference. The uncertainty in measurement of the conductivity and index of refraction results were calculated. This dissertation` results are sufficiently significant to substantiate the recommendation that the Medida Provisória no 2.158-35 be revised. Part of this dissertation was financed by the Convênio referência FINEP n° 22.01.0692.00 of the Programa Tecnologia Industrial Básica e Serviços Tecnológicos para a Inovação e Competitividade MCT/FINEP/FNDCT/Fundo Verde Amarelo, a university-company cooperative program.

La corrosion des armatures constitue la principale cause de dégradation des ouvrages en béton armé, et occasionne des coûts élevés de maintenance/réparation. Pour prévenir ce problème sur ouvrages neufs, une solution consiste à renforcer les structures en béton par des armatures non-métalliques de type Polymère Renforcé de Fibres (PRF), généralement à base de fibres de verre, de carbone ou d'aramide. Il existe aujourd'hui plusieurs textes réglementaires consacrés aux armatures PRF, notamment aux USA, au Canada et au Japon, et de nombreux ouvrages en béton armé par barres en PRF ont d'ailleurs été construits dans ces pays. Cependant, si l'utilisation de ces nouvelles armatures semble à priori prometteuse, elle suscite encore des réserves de la part des maîtres d'ouvrages, notamment en France. Il subsiste en effet des incertitudes sur le comportement à long terme des structures renforcées par PRF, et plus particulièrement sur la durabilité en milieu alcalin des armatures à matrice vinylester ou époxy renforcée par des fibres de verre (PRFV), qui sont actuellement les plus utilisées, ou encore sur le vieillissement de l'interface PRF/béton. Dans ce contexte, la présente étude vise à développer pour la première fois en France, un ensemble de méthodologies permettant, d'une part, de caractériser les principales propriétés physiques, mécaniques et d'interface des différentes armatures en PRF disponibles sur le marché, mais également d'évaluer la durabilité d'armatures en PRFV (les plus représentatives du marché) et de l'interface PRFV/béton à travers des procédures pertinentes de vieillissements accélérés. La première partie de l'étude a donc été consacrée à la caractérisation physique et mécanique d'une sélection d'armatures du commerce, confectionnées à base de fibres de verre, de carbone ou d'aramide, et au comportement mécanique de l'interface entre ces PRF et le béton. Outre la caractérisation microstructurale des PRF par techniques de microscopie et d'analyse thermique, la mise en place de dispositifs d'essais de traction et de flexion 3 points à appuis rapprochés (Short-beam test) a permis d'accéder respectivement aux propriétés mécaniques en traction (module d'élasticité, résistance) et à la résistance au cisaillement inter-laminaire des armatures. Des essais spécifiques d'arrachement (Pull-out) ont ensuite permis d'évaluer l'influence de différents paramètres (type de fibre, diamètre et géométrie de surface des barres) sur le mécanisme de transfert d'effort à l'interface armature/béton. Une grande originalité de l'approche proposée réside dans l'instrumentation d'une partie des corps d'épreuve par des capteurs de déformation à fibre optique disposés au niveau de l'interface armature/béton ; ce dispositif de mesures réparties permet d'accéder à des informations locales comme le profil des déformations de traction de l'armature, et d'en déduire la longueur d'ancrage des différentes armatures dans le béton. En complément de l'étude expérimentale précédente, un travail de modélisation analytique et numérique a été initié en vue de simuler les essais d'arrachement et d'appréhender plus finement les mécanismes d'interface mis en jeu entre l'armature et le béton lors de ces essais. Dans cette optique, un modèle analytique d'interface a tout d'abord été proposé, puis introduit dans un modèle aux éléments finis (modèle d'endommagement de zones cohésives). Enfin, un protocole de vieillissement accéléré a été appliqué à des barres en PRFV seules ou noyées dans un milieu cimentaire. Les caractéristiques résiduelles des armatures et des interfaces ont été évaluées à différentes échéances de vieillissement (jusqu'à 240 jours). Hormis une diminution des propriétés mécaniques des barres soumises à une immersion directe en solution alcaline, cette condition pouvant être considérée comme très sévère par rapport aux conditions de service, il n'a pas été observé de dégradation des propriétés d'adhérence PRF/béton par rapport à l'état initial / Corrosion of the steel reinforcing bars (rebars) is the main process involved in the degradation of reinforced concrete (RC) structures, and has large repercussions on the maintenance/reparation expenses. To prevent such degradations on new infrastructures, the use of corrosion-free reinforcements, such as Fiber Reinforced Polymer (FRP) bars based on glass, carbon or aramid fibers, is gaining interest. Specific guidelines are already available in several countries (USA, Canada or Japan for instance), that define the design principles and good practices for this type of internal rebars; beside, many FRP RC structures have been built and are in service in these countries. Although the development of these new reinforcing bars is quite promising, infrastructures owners are still reluctant for their wide-scale use, especially in France. There are still major concerns regarding the long term behavior of FRP RC structures, and more particularly, the durability of glass fibers reinforced polymers (GFRP) when subjected to an alkaline environment, and the ageing behavior of the GFRP/concrete bonding as well. In this context, the present study aims at developing for the first time in France, a set of methodologies that allows : to characterize the main physical/mechanical properties of different types of FRP bars from the marketto assess the durability of GFRP bars (the most common type of bar) and their interface with concrete through relevant accelerated ageing procedures. The first part of this study was thus devoted to the physical/mechanical characterization of a selection of commercially available FRP rebars, based on glass, carbon or aramid fibers, and to the mechanical behavior of corresponding FRP/concrete interfaces. Beside the microstructural characterization of the various FRP materials by microscopy and thermal analysis techniques, tensile and short beam tests were developed in order to determine the tensile properties (Young's modulus and strength) and the interlaminar shear strength (ILSS) of the bars. Specific pull-out tests then made it possible to evaluate the influence of several parameters (type of fibers, diameter and surface geometry of the bars) on the mechanism of load transfer at the bar/concrete interface. A main originality of the proposed approach relied on the instrumentation of several test bodies by optical fiber strain sensors, which were installed along the bar/concrete interface. Such a distributed measurement system provided local information in the form of tensile strain profiles of the bars along the interface, and made it possible to determine the effective transfer length of the various types of FRP bars. As a complement to the previous experimental study, an analytical and numerical modeling work was initiated to simulate the pull-out tests and investigate more closely the interfacial mechanisms involved in the FRP bar/concrete bond behavior. In this line, an improved interface model was first proposed, which was then implemented in a finite element model (cohesive zone model formulated in the context of damage mechanics).Finally, an accelerated ageing protocol was developed and applied to the GFRP bars, either alone or embedded in a concrete medium. The retention properties of both bars and interfaces were determined after various periods of exposure (up to 240 days). Except a drop of tensile properties observed for GFRP bars that were directly immersed in an alkaline solution, which is considered as a very severe environment compared to actual service conditions, no significant loss of interfacial properties was detected on aged specimens compared to the initial state

[pt] Desde o final da década de 80 a indústria de fibras óticas têm passado por avanços consideráveis. Através de técnicas controladas, as fibras ópticas podem gerar sinais associados a uma vasta gama de grandezas físicas funcionando como sensores denominados de Sensores a Fibra Óptica (SFO s). Diversas técnicas podem ser empregadas para tal, e entre as existentes a baseada em redes de Bragg é a que mais tem se destacado. O interesse por transdutores empregando esta técnica se justifica pelas vantagens proporcionadas pelo uso da luz, tais como sua capacidade de multiplexação, boa relação sinal/ruído, medições a longas distâncias, imunidade a campos eletromagnéticos, ausência de faísca, entre outras. Neste trabalho buscou-se desenvolver um transdutor e uma técnica de medição baseada em sensores a rede de Bragg para medição de vibrações mecânicas. Um acelerômetro óptico triaxial é projetado e construído. Diferentes modelos foram testados em busca das características de desempenho desejadas. Simulações numéricas empregando o método dos elementos finitos auxiliaram na decisão por melhores desenhos para o transdutor. Resultados de testes experimentais e calibrações empregando um sistema de aquisição de sinais desenvolvido são mostrados. Medições de longa duração para avaliação de estabilidade do sistema e efeitos de temperatura também são apresentados. / [en] Since the end of the 1980s, the fiber optics industry has experienced considerable advances. Through a number of controlled techniques, fiber optics can generate signals associated with a vast array of physical measures, working as sensors denominated Optical Fiber Sensors (OFS s). Many different techniques can be employed to achieve this objective. Among these, the one based on Bragg networks has received the greatest amount of attention. The interest in transducers employing this technique is justified by the advantages of using light, such as its multiplexing capability, good signal-to-noise ratio, possibility of long distance measurements, immunity to electromagnetic fields, and absence of sparks. In the present work, a transducer and measurement technique based on Bragg network sensors vibration are developed, in order to measure mechanical vibrations. A triaxial optical accelerometer is designed and built. Different models are tested in the search for the desired performance characteristics. Numerical simulations employing the finite element method help the decision making process for better transducer designs. Results from experimental and calibration tests using a newly developed signal acquisition system are presented. Long duration measurements to evaluate system stability and temperature effects are also shown.

Nowdays, optical fibers are one of important parts of computer networks, especially for their ability to transfer information for long distance. This thesis doesn´t utilize optical fibers as carriers, but as sources of information, specifically as sensors intended to detect physical effects acting on the optical fiber, which is usually used for telecommunication purposes. Linear and nonlinear properties of the fiber are used to gain information about acting effects on the optical fiber.

This semestral work describes key concepts, principles and basic characteristics of optical fibers. Furthermore, the principles of phase mask and subsequent records of perpendicular or tilted structures in fiber are being discussed. The work also introduces the use of such structures in sensorics as well as its connection to Bragg grating. Considerable part of this thesis is dedicated to analysis and production of longitudinal structures in fibers.

This diploma thesis analyzes a structure of spot optical sensors with longitudinal grid and multiple Bragg grating and possibilities of spot optical sensors use and implementation in the industry. Basic principles of light propagation through optical environment are described in the introduction part, followed by description of phenomena in optical fibers and sensors. The distribution of fiber optic sensors and the use of optic fiber in spot mode is described further. The optical sensor system is designed on the basis of analysis with description of its construction at the end of this work. A significant part is devoted to the analysis of longitudinal structures in the fiber in response to multiple Bragg gratings, their subsequent manufacture and suggestion of use in sensors industry.

The identification and quantification of atoms, molecules, or ions concentrations in gaseous samples are in great demand for medical, environmental, industrial, law enforcement and national security applications. These applications require in situ, high-resolution, non-destructive, sensitive, miniature, inexpensive, rapid detection, remotely accessed, real time and continuously operating chemical sensing devices. The aim of this work is to design a miniature optical sensing device that is capable of detecting and measuring chemical species, compatible with being integrated into a large variety of monitoring systems, and durable enough to be used under extreme conditions. The miniature optical sensor has been realized by employing technologies from the optical communication industry and spectroscopic methods and techniques. Fused silica capillary tubing along with standard communication optical fibers have been utilized to make miniature gas sensor based on near-infrared spectroscopy for acetylene gas detection. In this work, the basic principles of infrared spectroscopy are reviewed. Also, the principle of operation, fabrication, testing, and analysis of the proposed sensor are discussed in details. / Master of Science

Le cadre général dans lequel s’insère ce travail de thèse est celui de l’étude de la diffusion Brillouin dans une nouvelle génération de fibres optiques à cristaux photoniques (PCFs). Ces fibres, qui présentent un arrangement périodique de micro-canaux d’air parallèles le long de la fibre, possèdent en effet des propriétés optiques et acoustiques remarquables et inédites par rapport aux fibres conventionnelles. De façon plus précise, nous montrons dans ce travail, par le biais de simulations numériques et de données expérimentales, que les fibres à cristaux photoniques offrent la possibilité de supprimer ou, à contrario, augmenter les interactions entre les photons et les phonons. Dans une première partie, nous présentons une méthode de cartographie des fluctuations longitudinales de la microstructure des fibres PCFs à l’aide d’un capteur distribué basé sur une méthode innovante d’écho Brillouin. Cette méthode, très sensible et à haute résolution, est directement intéressante pour caractériser et améliorer l’uniformité des PCFs lors de leur fabrication et également pour la détection des différentes contraintes de température et étirement induites le long des fibres. Sur le plan fondamental, notre système de mesure distribuée à haute résolution nous a également permis d’observer, pour la première fois à notre connaissance, le temps de vie des ondes acoustiques dans les fibres à cristaux photoniques et les fibres standard. Par ailleurs, sur le plan technique, nous avons développé une architecture simplifiée de capteur distribué combinant la technique des échos Brillouin et celle de la modulation différentielle par déplacement de phase avec un seul modulateur d’intensité. Nos résultats montrent une résolution centimétrique dans la zone de soudure entre deux fibres optiques à l’aide d’une impulsion de phase de 500 ps. Nous démontrons dans une deuxième partie la suppression directe et passive de la rétrodiffusion Brillouin stimulée dans une fibre optique micro structurée en faisant varier périodiquement le diamètre de la microstructure. Une augmentation de 4 dB du seuil de puissance Brillouin a été obtenue avec une variation de seulement 7% sur une période de 30m. Ce résultat est très intéressant car la diffusion Brillouin est un facteur limitant dans les systèmes de télécommunications par fibre optique et les lasers à fibre. La troisième et dernière partie est consacrée à l’étude numérique et expérimentale de la diffusion Brillouin en avant dans les fibres à cristaux photoniques. En plus de la suppression de la plupart des modes acoustiques transverses, nous montrons que cette diffusion Brillouin est fortement augmentée pour certains modes acoustiques à haute fréquence qui sont piégés au cœur de la microstructure. Nous avons également étudié une fibre à structure multi-échelle qui révèle l’excitation sélective de plusieurs phonons acoustiques à des fréquences allant jusqu’a 2GHz. Ces mesures ont étés confirmées par des simulations numériques basées sur une méthode vectorielle aux éléments finis. L’impact des irrégularités de la microstructure a aussi été mis en évidence.Mots clés : optique non linéaire, diffusion Brillouin, fibres optiques microstructurées, seuil Brillouin, capteurs Brillouin distribués. / Brillouin scattering is a fundamental nonlinear opto-acoustic interaction present in optical fibers with important implications in fields ranging from modern telecommunication networks to smart optical fiber sensors. This thesis is aimed at providing a comprehensive theoretical and experimental investigation of both forward and backward Brillouin scattering in next generation photonic crystal fibers in view of potential applications to above mentioned fields. We show in particular that these micro-structured optical fibers have the remarkable ability to either suppress or enhance photon-phonon interactions compared to what is commonly observed in conventional fibers. Firstly, this thesis provides a complete experimental characterization of several photonic crystal fibers using a novel highly-resolved distributed sensing technique based on Brillouin echoes. We perform distributed measurements that show both short-scale and long-scale longitudinal fluctuations of the periodic wavelength-scale air-hole microstructure along the fibers. Our mapping technique is very sensitive to structural irregularities and thus interesting for fiber manufacturers to characterize and improve the fiber uniformity during the drawing process. With this technique, we also report the first experimental observationof the acoustic decay time and the Brillouin linewidth broadening in both standard and photonic crystal fibers. Furthermore, we experimentally demonstrate a simplified architecture of our Brillouin echoes-based distributed optical fiber sensor with centimeter spatial resolution. It is based on differential phase-shift keying technique using a single Mach-Zehnder modulator to generate a pump pulse and a _-phase-shifted pulse with an easy and accurate adjustment of delay. These sensing techniques are also applied to distributed strain measurement. Another aspect of this thesis is the investigation of a novel method for suppressing stimulated Brillouin scattering that is detrimental to optical fiber transmissions and fiber lasers. We experimentally study several fibers and a demonstrate 4 dB increase of the Brillouin threshold in a photonic crystal fiber by varying periodically the core diameter by only7%. The efficiency of this passive technique is verified by use of our distributed sensing technique where the oscillating Brillouin frequency shift is clearly observed.Lastly, we present experimental and numerical results demonstrating the simultaneous vi Abstract frequency-selective excitation of several guided acoustic Brillouin modes in a photonic crystal fiber with a multi-scale structure design. These guided acoustic modes are identified by using a full vector finite-element model to result from elastic radial vibrations confined by the air-silica microstructure. We further show the strong impact of structural irregularities of the fiber on the frequency and modal shape of these acoustic resonances