Os conceitos de mecânica da fratura têm sido cada vez mais utilizados em projetos de engenharia, permitindo a determinação de tamanhos críticos de defeito ou limites de solicitação em função da presença de trincas. No entanto, para aplicar com sucesso esses conceitos em uma avaliação de integridade estrutural é de suma importância a determinação exata do comportamento a fratura do material. Materiais com comportamento elasto-plástico têm ocupado cada vez mais lugar de destaque em estruturas e componentes críticos de engenharia e a maneira mais utilizada para caracterização da tenacidade à fratura desse tipo de material é a curva J-R. Embora existam métodos normatizados para determinação dessas curvas, esses possuem muitas vezes inconvenientes e limitações que tem justificado o desenvolvimento de vários estudos com vista à determinação de métodos alternativos. Nesse trabalho foi investigada a hipótese de que, a partir do estudo do campo deformacional nas proximidades da ponta de uma trinca, é possível desenvolver uma metodologia para determinação da curva de resistência à fratura de um material com comportamento elasto-plástico. Para tanto, um sistema óptico de medição de deformação baseado na técnica de correlação de imagem digital foi empregado para monitorar a deformação na superfície de corpos de prova do tipo SE(B) durante o ensaio de tenacidade à fratura. O objeto de estudo foi uma junta do aço API X65 soldada por processo de soldagem a laser. Os resultados obtidos demonstram o sucesso da técnica utilizada para obtenção da evolução do campo deformacional durante o ensaio. Além disso, a metodologia empregada possibilitou a determinação de expressões matemáticas que permitem associar valores de deformação com valores de integral J e Δa. Essas expressões são válidas para qualquer uma das três distintas regiões da junta soldada e permitem determinar com sucesso a curva J-R a partir da evolução da deformação durante o ensaio de um único corpo de prova. / The use of fracture mechanics has become increasingly popular in damage tolerance analysis or during determination of load limits in engineering components and structures. Nevertheless, the success of applying the concepts of fracture mechanics to investigate structural integrity assessment is highly dependent upon the correct determination of fracture mechanics material properties. The accurate prediction of ductile fracture behavior plays an important role in structural integrity assessment of critical engineering structures, including nuclear reactors, petrochemical vessels and tanks, pipelines in oil and gas industries and aircraft structures. J-R curve has become the most popular material parameters in elastic-plastic fracture mechanics and has been applied widely in practical engineering. There are procedures to determine J-R curves and they are widely presented in books and international standards. However, these procedures sometimes present some practical limitations or restrictions which have prompted research effort to develop alternative methods. In this work the hypothesis that is possible to develop a methodology to determinate J-R curve to materials with elastic-plastic behavior from analysis of near crack tip strain field was verified. For this purpose, an optical strain measurement system (OSMS) was used in order to monitor strains on surface of SE(B) specimens during fracture toughness testing. The methodology was applied to a laser welded joint of API X65 steel. The measurements successfully evaluate the strain field during testing. Besides of this, the methodology proposed allowed the determination of mathematical expressions to associate strain values with values of J-integral and crack extension (Δa). These expressions are valid to characterize these fracture toughness parameters to any one of the three distinct regions of the weld joint and made possible to determine J-R curve by monitoring the surface strain field evolution during a testing of a single specimen.

Os conceitos de mecânica da fratura têm sido cada vez mais utilizados em projetos de engenharia, permitindo a determinação de tamanhos críticos de defeito ou limites de solicitação em função da presença de trincas. No entanto, para aplicar com sucesso esses conceitos em uma avaliação de integridade estrutural é de suma importância a determinação exata do comportamento a fratura do material. Materiais com comportamento elasto-plástico têm ocupado cada vez mais lugar de destaque em estruturas e componentes críticos de engenharia e a maneira mais utilizada para caracterização da tenacidade à fratura desse tipo de material é a curva J-R. Embora existam métodos normatizados para determinação dessas curvas, esses possuem muitas vezes inconvenientes e limitações que tem justificado o desenvolvimento de vários estudos com vista à determinação de métodos alternativos. Nesse trabalho foi investigada a hipótese de que, a partir do estudo do campo deformacional nas proximidades da ponta de uma trinca, é possível desenvolver uma metodologia para determinação da curva de resistência à fratura de um material com comportamento elasto-plástico. Para tanto, um sistema óptico de medição de deformação baseado na técnica de correlação de imagem digital foi empregado para monitorar a deformação na superfície de corpos de prova do tipo SE(B) durante o ensaio de tenacidade à fratura. O objeto de estudo foi uma junta do aço API X65 soldada por processo de soldagem a laser. Os resultados obtidos demonstram o sucesso da técnica utilizada para obtenção da evolução do campo deformacional durante o ensaio. Além disso, a metodologia empregada possibilitou a determinação de expressões matemáticas que permitem associar valores de deformação com valores de integral J e Δa. Essas expressões são válidas para qualquer uma das três distintas regiões da junta soldada e permitem determinar com sucesso a curva J-R a partir da evolução da deformação durante o ensaio de um único corpo de prova. / The use of fracture mechanics has become increasingly popular in damage tolerance analysis or during determination of load limits in engineering components and structures. Nevertheless, the success of applying the concepts of fracture mechanics to investigate structural integrity assessment is highly dependent upon the correct determination of fracture mechanics material properties. The accurate prediction of ductile fracture behavior plays an important role in structural integrity assessment of critical engineering structures, including nuclear reactors, petrochemical vessels and tanks, pipelines in oil and gas industries and aircraft structures. J-R curve has become the most popular material parameters in elastic-plastic fracture mechanics and has been applied widely in practical engineering. There are procedures to determine J-R curves and they are widely presented in books and international standards. However, these procedures sometimes present some practical limitations or restrictions which have prompted research effort to develop alternative methods. In this work the hypothesis that is possible to develop a methodology to determinate J-R curve to materials with elastic-plastic behavior from analysis of near crack tip strain field was verified. For this purpose, an optical strain measurement system (OSMS) was used in order to monitor strains on surface of SE(B) specimens during fracture toughness testing. The methodology was applied to a laser welded joint of API X65 steel. The measurements successfully evaluate the strain field during testing. Besides of this, the methodology proposed allowed the determination of mathematical expressions to associate strain values with values of J-integral and crack extension (Δa). These expressions are valid to characterize these fracture toughness parameters to any one of the three distinct regions of the weld joint and made possible to determine J-R curve by monitoring the surface strain field evolution during a testing of a single specimen.

Os conceitos de mecânica da fratura têm sido cada vez mais utilizados em projetos de engenharia, permitindo a determinação de tamanhos críticos de defeito ou limites de solicitação em função da presença de trincas. No entanto, para aplicar com sucesso esses conceitos em uma avaliação de integridade estrutural é de suma importância a determinação exata do comportamento a fratura do material. Materiais com comportamento elasto-plástico têm ocupado cada vez mais lugar de destaque em estruturas e componentes críticos de engenharia e a maneira mais utilizada para caracterização da tenacidade à fratura desse tipo de material é a curva J-R. Embora existam métodos normatizados para determinação dessas curvas, esses possuem muitas vezes inconvenientes e limitações que tem justificado o desenvolvimento de vários estudos com vista à determinação de métodos alternativos. Nesse trabalho foi investigada a hipótese de que, a partir do estudo do campo deformacional nas proximidades da ponta de uma trinca, é possível desenvolver uma metodologia para determinação da curva de resistência à fratura de um material com comportamento elasto-plástico. Para tanto, um sistema óptico de medição de deformação baseado na técnica de correlação de imagem digital foi empregado para monitorar a deformação na superfície de corpos de prova do tipo SE(B) durante o ensaio de tenacidade à fratura. O objeto de estudo foi uma junta do aço API X65 soldada por processo de soldagem a laser. Os resultados obtidos demonstram o sucesso da técnica utilizada para obtenção da evolução do campo deformacional durante o ensaio. Além disso, a metodologia empregada possibilitou a determinação de expressões matemáticas que permitem associar valores de deformação com valores de integral J e Δa. Essas expressões são válidas para qualquer uma das três distintas regiões da junta soldada e permitem determinar com sucesso a curva J-R a partir da evolução da deformação durante o ensaio de um único corpo de prova. / The use of fracture mechanics has become increasingly popular in damage tolerance analysis or during determination of load limits in engineering components and structures. Nevertheless, the success of applying the concepts of fracture mechanics to investigate structural integrity assessment is highly dependent upon the correct determination of fracture mechanics material properties. The accurate prediction of ductile fracture behavior plays an important role in structural integrity assessment of critical engineering structures, including nuclear reactors, petrochemical vessels and tanks, pipelines in oil and gas industries and aircraft structures. J-R curve has become the most popular material parameters in elastic-plastic fracture mechanics and has been applied widely in practical engineering. There are procedures to determine J-R curves and they are widely presented in books and international standards. However, these procedures sometimes present some practical limitations or restrictions which have prompted research effort to develop alternative methods. In this work the hypothesis that is possible to develop a methodology to determinate J-R curve to materials with elastic-plastic behavior from analysis of near crack tip strain field was verified. For this purpose, an optical strain measurement system (OSMS) was used in order to monitor strains on surface of SE(B) specimens during fracture toughness testing. The methodology was applied to a laser welded joint of API X65 steel. The measurements successfully evaluate the strain field during testing. Besides of this, the methodology proposed allowed the determination of mathematical expressions to associate strain values with values of J-integral and crack extension (Δa). These expressions are valid to characterize these fracture toughness parameters to any one of the three distinct regions of the weld joint and made possible to determine J-R curve by monitoring the surface strain field evolution during a testing of a single specimen.

Die Arbeit stellt neu entwickelte Röntgenbeugungsmethoden vor, mit deren Hilfe der Verzerrungszustand des Kristallgitters von Halbleiter-Wafern und -Bauteilen im Detail charakterisiert werden kann. Hierzu werden die aussergewöhnlichen Eigenschaften der an modernen Synchrotrons wie der ESRF (Grenoble) verfügbaren Röntgenstrahlung genutzt. <br>Im ersten Teil der Arbeit werden Röntgen-Diffraktometrie und -Topographie zu einer Untersuchungsmethode kombiniert, mit der die makroskopische Krümmung von Halbleiter-Wafern ebenso wie ihre mikroskopische Defektstruktur abgebildet werden kann. Der zweite Teil ist der Untersuchung von epitaktisch gewachsenen und geätzten Oberflächengittern mit Abmessungen im Submikrometer-Bereich gewidmet. Die unterschiedlichen Gitterkonstanten der beteiligten Halbleitermaterialien führen zu einem inhomogenen Verzerrungsfeld in der Probe, das sich im Röntgenbild durch eine charakteristische Verformung des Beugungsmusters in der Umgebung der Bragg-Reflexe äussert. Die Analyse der experimentell gemessenen Beugungsmuster geschieht mit Hilfe eines neu entwickelten Simulationsverfahrens, das Elastizitätstheorie und eine semi-kinematische Röntgenbeugungstheorie miteinander verbindet. Durch quantitativen Vergleich der Simulationsergebnisse mit den Messdaten kann auf den genauen Verlauf des Verzerrungsfeldes in den Proben zurückgeschlossen werden. Dieses Verfahren wird erfolgreich auf verschiedene Halbleiter-Probensysteme angewendet, und schliesslich auch auf die Untersuchung von akustischen Oberflächenwellen in Halbleiterkristallen übertragen. / This thesis presents newly developed X-ray methods which can be used to characterize in detail the state of distortion of the crystal lattice in semiconductor wafers, devices and nanostructures. The methods use the extraordinary properties of the X-rays available from modern synchrotron sources such as the ESRF (Grenoble). <br>In the first part of the thesis, X-ray diffractometry and X-ray topography are combined into a new method, called X-ray rocking curve imaging, which allows to image the macroscopic curvature of semiconductor wafers as well as the underlying microscopic defect structure. The second part of the thesis deals with the investigation of epitaxially grown and subsequently etched semiconductor gratings with lateral periods below the micrometer. The lattice mismatch between the different materials used in heteroepitaxy leads to a non-uniform strain field in the sample, which is reflected in a characteristic distortion of the X-ray diffraction pattern around each Bragg peak. The experimental data are evaluated with the help of a newly developed simulation procedure which combines elasticity theory with a semi-kinematical theory of X-ray diffraction. From a quantitative comparison of measured and simulated data the detailed shape of the strain field in the samples can be deduced. This procedure is used successfully for the structural characterization of different types of semiconductor gratings, and is finally applied also to the investigation of surface acoustic waves in crystals.

Ce travail de thèse décrit l’application de méthodes d’analyse innovantes à la caractérisation des propriétésmécaniques et électriques de matériaux composites.Le Chapitre premier dresse un état de l’art des fondamentaux théoriques et pré requis nécessaires à lacompréhension du manuscrit. Un regard critique permet de dégager une stratégie pour l’analyse, basée d’une partsur des méthodes holographiques numériques et d’autre part sur des techniques de mesure diélectrique.Le Chapitre second est dédié au choix de la méthode d’holographie numérique. En particulier, la configurationimage montre quelques particularités qui sont analysées en détail : le rôle du diaphragme d'ouverture du systèmed'imagerie. Nous concluons que la méthode d’holographie de Fresnel présente des avantages d’achromatismepour les applications avec plusieurs longueurs d’onde.Le 3ème Chapitre présente deux applications de l’holographie numérique au contrôle de structures compositesincorporées avec des pastilles piézoélectriques dédiées à l’émission acoustique. Nous avons démontré en premiertemps, la possibilité d’analyser par holographie numérique de Fresnel en temps moyenné le comportementvibratoire des poutres composites excitées harmoniquement. Dans un second temps, on a montré que les pastillesutilisées influencent le comportement mécanique des matériaux en régime statique.Le Chapitre 4 présente l’analyse expérimentale et numérique des structures composites soumises à un essai decisaillement en flexion trois points rapprochés. Nous présentons les résultats obtenus pour des applications à deséchantillons lin/époxy et lin/carbone/époxy.Le 5ème Chapitre aborde l’analyse des propriétés diélectriques des composites renforcés par fibres de lin. Deuxtechniques expérimentales sont mises en oeuvre : la calorimétrie différentielle à balayage (DSC) et l’impédancemètre de type Novocontrol. Nous concluons que les fibres de lin seules dans le composite sont moinshydrophiles que celles incorporées avec des fibres de carbone, ce qui explique la meilleure adhérencefibres/matrice dans le premier cas. / This PhD thesis describes the application of innovative analytical methods for the characterization of mechanicaland electrical properties of composite materials.The first chapter provides a state of the art of theoretical fundamentals and prerequisites needed to understandthe manuscript. A critical survey leads to a strategy for the analysis, based partly on digital holographic methodsand dielectric techniques.The second chapter is devoted to the choice of method of digital holography. In particular, this configurationshows some features that are analyzed in detail: the role of the aperture stop of the imaging system. We concludethat the Fresnel holography method has the advantage of achromatism for applications with multiplewavelengths.The third chapter presents two applications of digital holography control of composite structures with embeddedpiezoelectric patches dedicated to acoustic emission. We first demonstrate the possibility of analyzing thevibration behavior of composite beams using time averaged digital holography. Then, it was shown that thepellets used influence the mechanical behavior of materials under static conditions.Chapter 4 presents the experimental and numerical analysis of composite structures subjected to a shear test inclose three-point bending. We present the results obtained for samples with linen / flax and epoxy / carbon /epoxy.The last chapter deals with the analysis of the dielectric properties of composites reinforced with flax fibersstudied in the preceding chapter. We conclude that the flax fibers incorporated in the composite are lesshydrophilic than those incorporated with carbon fibers, which explains the improved adhesion fiber / matrix inthe first case.

Soft soil reinforcement by inclusion is a growing technique caracterized by a pile grid and a granular embankment introduced between the reinforced soil and the structure. Unlike traditionnal methods, the load is partially transferred to the pile heads by arching in the embankment. The application area of this research focuses on the shallow foundations case, in which the thickness of the embankment is small. The litterature review shows that only a few studies were dedicated to that case, and that fundamental questions remains concerning the load transfer in the embankment. Chosen method for this research consists in two-dimensionnal physical modelling, analysis of the conducted simulations, and development of an analytical model in order to predict the load transfer to the piles by arching in the embankment. The results of this PhD thesis provide original elements of evidence of the load transfer in the studied system, proposes an analytical model based on block division of the granular embankment by shear bands - which is in good agreement with experimental data - and lead to a better understanding of arching in soils.

Soft soil reinforcement by inclusion is a growing technique caracterized by a pile grid and a granular embankment introduced between the reinforced soil and the structure. Unlike traditionnal methods, the load is partially transferred to the pile heads by arching in the embankment. The application area of this research focuses on the shallow foundations case, in which the thickness of the embankment is small. The litterature review shows that only a few studies were dedicated to that case, and that fundamental questions remains concerning the load transfer in the embankment. Chosen method for this research consists in two-dimensionnal physical modelling, analysis of the conducted simulations, and development of an analytical model in order to predict the load transfer to the piles by arching in the embankment. The results of this PhD thesis provide original elements of evidence of the load transfer in the studied system, proposes an analytical model based on block division of the granular embankment by shear bands - which is in good agreement with experimental data - and lead to a better understanding of arching in soils. / Doctorat en Sciences de l'ingénieur / info:eu-repo/semantics/nonPublished