[pt] A contaminação do solo nos postos de serviço é um risco ambiental associado à atividade de distribuição de derivados de petróleo que precisa ser controlado. O aumento deste risco está diretamente ligado à idade dos tanques e tubulações e à baixa qualidade na operação dos postos. Tais problemas vêm sendo minimizados ao longo das duas ultimas décadas graças à utilização de equipamentos mais modernos e das crescentes exigências ambientais. Nesta tese foi desenvolvido e testado em laboratório um equipamento de controle ambiental, baseado em tecnologia de sensores a fibra óptica, para a detecção de vazamentos em tanques jaquetados (dupla parede). A detecção de vazamentos neste tipo de tanque tornou-se uma exigência dos órgãos de proteção ambiental. O uso de tanques jaquetados com sistema de detecção permite que seja evitado o contato dos fluidos combustíveis com o solo, pois, uma vez rompida a parede interna de aço carbono do tanque, o sistema acusa a presença de hidrocarbonetos no interstício do tanque. Outrossim, a discriminação do fluido quando ocorrido o vazamento é importante para que se possa detectar mais facilmente se o rompimento se deu na parede interna ou externa do tanque, possibilitando um rápido diagnóstico e a conseqüente tomada de medidas corretivas do problema. Com a evolução legislativa no campo ambiental e o foco do Poder Público na garantia de uma maior qualidade de vida, o País está passando por um momento de transição onde, em um curto espaço de tempo, quase que 70 por cento dos tanques em operação deverão ser substituídos. Dessa feita, o equipamento para monitoramento ambiental desenvolvido nesta tese visa também tornar economicamente possível a substituição do atual parque de tanques por novos, já com sensores ópticos incorporados. / [en] Soil contamination due to leakage of hydrocarbon fuels from tanks in service stations is an environmental risk associated with the distribution segment of the petroleum industry. Such risk is closely related to ageing tanks and piping systems, as well as to the lack of quality assurance practices in service stations. This problem is being reduced during the last two decades, mainly due to use of modern equipment that must adhere to more rigid environmental legislation. In this thesis, an optical fiber sensor, able to discriminate different liquids, has been developed as a part of a leakage detection system employed to monitor jacketed tanks used to store alcohol or hydrocarbon or fuels. Leakage detection in this type of storage tanks plays an important role to minimize problems due to soil contamination and is now required according to new environmental legislation. If fuel leaks through the carbon steel wall of jacketed tanks it will be contained, within an interstitial space, by the outer, fiber reinforced, polymeric wall of the tank. Presence of fluid in the interstitial space is monitored by the optical fiber sensor, which sends a warning to the service station operator, which immediately has to start maintenance procedures. The capability of discriminating different fuels will allow the operator to quickly identify from which tank compartment the leakage has originated, or, if water coming from the soil has been detected, that the outer wall of the tank has been damaged and needs to be repaired.

La corrosion des armatures de renforcement des structures en béton représente un enjeu socio-économique majeur. Sa détection et le suivi de son évolution constituent un défi pour la recherche appliquée. Les techniques standards non destructives de détection de corrosion mettent en œuvre des procédés indirects tels la mesure d’impédance, de potentiels, ou par ultrasons. Leurs capacités d’auscultation sont limitées dans l’espace (notamment en profondeur), leur coût reste élevé dans un contexte de maintenance périodique et elles conduisent à des paramètres d’interprétation complexe. Des progrès sont nécessaires dans la détection et l’analyse fiable de la progression des processus de corrosion. Dans ce travail, nous présentons une nouvelle méthode pour détecter la corrosion et le suivi de son évolution, basée sur l’observation directe des changements intervenant à l’interface fer-béton par Capteur à Fibre Optique (CFO). L'attaque par corrosion de la surface de l'armature dépend de plusieurs paramètres électrochimiques (température, pH, carbonatation, présence de chlorures, contamination biologique, etc.). Deux comportements mécaniques à l'interface fer-béton sont distingués. Dans le premier cas (carbonatation), le produit d'oxydation du métal reste à l'interface et augmente la pression interne, pouvant conduire à la fissuration de la couche de béton extérieure. Dans le second cas (piqures), les ions métalliques sont évacués hors de la structure avec comme conséquence une réduction de section des barres d'armature (affaiblissement du renforcement). Un CFO innovant est proposé dans le but de localiser et quantifier les deux types de corrosion précités. Le principe consiste à observer l’impact direct de la corrosion sur l’état de déformation d’une fibre optique préalablement précontrainte par construction. Deux procédés métrologiques sont étudiés : Bragg et réflectométrie fréquentielle (Optical Frequency-Domain Reflectometry - OFDR). Des tests de corrosion accélérée montrent la faisabilité du procédé. Une procédure de fabrication simplifiée et à coût optimisé est proposée pour la surveillance in situ et répartie des structures de génie civil, dans une perspective future de maintenance conditionnée. / Corrosion of reinforced bars (rebars) in concrete structures remains a major issue in civil engineering works, being its detection and evolution a challenge for the applied research. Usual non-destructive corrosion detection methods involve impedance, potential or ultra-sonic indirect measurements of complex interpretation. Besides, they are restricted to near-surface examinations and the maintenance cost is still high (scheduled maintenance). Many efforts remain to be done to survey the onset and progression of corrosion processes in a reliable way. In this work, we present a new methodology to detect the onset of corrosion and to monitor its evolution, based on the direct observation of rebar–concrete interface changes by the use of an Optical Fiber Sensor (OFS). The corrosion attack over rebar surface depends on several physical, chemical and electrochemical parameters (temperature, pH, presence of chlorides/CO2, biological contamination, etc.). Two types of mechanical behavior and described. In the first case (carbonation), metal oxidation products stay at the interface and increase internal pressure, potentially leading to a crack of the external concrete layer. In the second case (pitting), metal ions are evacuated out of the structure, leading to a reduction of the rebar section (structural weakness). An innovative sensor design is proposed with the purpose of localizing and quantifying the amount of both corrosion types. The basic principle consists in measuring the impact of corrosion over the state of strain of a prestressed optical fiber. Two metrological techniques are used: Fiber Bragg Grating (FBG) and Optical Frequency-Domain Reflectometry (OFDR). Accelerated corrosion tests were performed in electrolytic solutions for both kinds of corrosion types (pitting and carbonation) and provide a proof-of-concept for the technique. A low-cost, simplified manufacturing procedure is proposed with the aim to provide distributed and in situ Structural Health Monitoring (SHM), suitable for future Condition-Based Maintenance (CBM) of civil engineering concrete structures.

Pour l’auscultation d’ouvrages, les capteurs à fibre optique sont généralement utilisés puisqu’ils présentent l’avantage de fournir des mesures réparties. Plus particulièrement, le capteur basé sur la technologie Brillouin permet d’acquérir un profil de fréquence Brillouin, sensible à la température et la déformation dans une fibre optique sur une dizaine de kilomètres avec un pas de l’ordre de la dizaine de centimètres. La première problématique est d’obtenir un profil centimétrique sur la même longueur d’auscultation. Nous y répondons en s’appuyant sur des méthodes de séparation de sources, de déconvolution et de résolution de problèmes inverses. Ensuite, nous souhaitons estimer la déformation athermique dans l’ouvrage. Pour cela, plusieurs algorithmes de filtrage adaptatif sont comparés. Finalement, un procédé pour quantifier le déplacement de l’ouvrage à partir des mesures de déformation est proposé. Toutes ces méthodes sont testés sur des données simulées et réelles acquises dans des conditions contrôlées. / For structural health monitoring, optical fiber sensors are mostly used thanks their capacity to provide distributed measurements. Based on the principle of Brillouin scattering, optical fiber sensors measure Brillouin frequency profile, sensitive to strain and temperature into the optical fiber, with a meter spatial resolution over several kilometers. The first problem is to obtain a centimeter spatial resolution with the same sensing length. To solve it, source separation, deconvolution and resolution of inverse problem methodologies are used. Then, the athermal strain into the structure is searched. Several algorithms based on adaptative filter are tested to correct the thermal effect on strain measurements. Finally, several methods are developed to quantify structure displacements from the athermal strain measurements. They have been tested on simulated and controlled-conditions data

The master theses deals with a detailed analysis of optical fiber sensors. Specifically, there are discussed optical fibers, various types of sensors and realization optical fiber senzor and senzor system that has been optimized and processed data in real time. In master theses also describes the LabView programming enviroment and uses components, including the entire sensor systém of a sensors system that sends measured data