The use of patterned metallic surfaces for the control of the transmission of microwave radiation has been reinvigorated in recent years due to the success and interest in metamaterial research. These metallic periodic structures, commonly referred to as frequency selective screens (FSSs), allow responses to be tailored according to the geometry of the metallic structure as opposed to the material composition. A consequence of the presence of a metallic corrugation is the possible excitation of surfaces waves (commonly referred to as surface plasmon polaritons at visible frequencies). Surface waves can be utilised to achieve further control of the transmission properties of a structure. In this thesis several highly original metallic structures are investigated which use FSS and surface wave concepts. These structures exhibit interesting and previously unexplained transmission behaviour. The experimental chapters within this thesis are divided into two areas. The first three experimental chapters (4-6) present original investigations into the excitation of diffractively coupled surface waves on metallic hole/patch arrays and their role in the enhanced transmission/reflection of microwave radiation. The importance of metallic connectivity within arrays is highlighted through measurements of the metallic filling fraction dependence on the transmission properties of regular periodic and random arrays. The last two experimental chapters (7-8) contain investigations into the transmission properties of two novel resonant cavities. The structure studied in chapter 7 provides a mechanism for remarkably enhanced microwave transmission on resonance through an otherwise opaque continuous thin metal film. The second resonant cavity structure in chapter 8 uses a resonant array of metallic crosses to form a ‘resonant mirror’ Fabry-Perot cavity. These resonant FSSs exhibit a frequency dependent transmission/reflection and phase response thus producing an interesting series of modes which have very different properties to those supported by a non-resonant mirror etalon.

The trend in aircraft design is to produce greener airplanes through lighter structures and/or structures with extended life and reduced maintenance. Bonded crack retarders (BCR) are one of the solutions towards that objective. BCR are reinforcing straps bonded to the structure in order to improve the fatigue and damage tolerance properties of the assembly. The aim of this study was to demonstrate that the BCR hybrid technology – beneficial for upper wing cover – could also be applied to lower wing covers. The project also focused on evaluating BCR most important parameters. The fatigue life improvement obtained from BCR was evaluated through a series of coupons and skin-stringer assemblies tested under constant and variable amplitude loading. While the coupon tests demonstrated a life improvement of only 17% under constant amplitude loading, the variable amplitude load tests performed on the skin-stringer assembly demonstrated increased fatigue lives with a factor of 5 and reduced crack growth rates with a factor of 5 to 6. A finite element calculation tool was developed in order to conduct a parametric analysis of BCR geometry through the evaluation of the substrate stress intensity factor in the case of fatigue loading. The main difficulty was to include the interacting mechanism of the substrate lead crack and the disbond of the adhesive layer. The novelty of the approach was to incorporate the fatigue delamination calculation in order to evaluate the fatigue disbond propagation with crack growth. This was embedded in a 3D finite element design tool ReSLIC (Reinforced Structures Life Improvement Calculation). A necessary step to the development of ReSLIC was the analysis of fatigue properties of the adhesive system in order to provide input data for fatigue delamination calculations. To that end, a series of fatigue tests were performed in pure Mode I, pure Mode II and mixed mode with ratios of 25%, 50% and 75% of mode II ... [cont.].

En région montagneuse, les infrastructures et les voies de communications sont soumises à de nombreux risques naturels dont les phénomènes d’origine gravitaire. Au-delà du danger pour les usagers, les conséquences des interruptions du trafic deviennent problématiques d’un point de vue économique et il devient indispensable de sécuriser les itinéraires. La mise en place d’écrans de filets pare-pierres est une des solutions possibles pour la protection contre les éboulements rocheux. Cette thèse porte sur l’étude des écrans souples ou filets métalliques de protection contre les chutes de blocs et plus précisément sur l’écran développé par l’entreprise GTS. Le filet constitutif de ces écrans se différencie par rapport aux systèmes conventionnels par un comportement orthotrope, dû à un maillage spécifique. Dans cette étude nous caractérisons le comportement de ces écrans de filets sous des chargements statiques et dynamiques de type impact par une approche couplant l’expérimentation et la modélisation numérique. L’étude procède pas à pas, les divers constituants sont évalués de façon quasi-statique, en laboratoire, et également in-situ pour reproduire les conditions réelles d’utilisation, en particulier l’aspect dynamique. Une attention particulière concernant les dissipateurs d’énergie, qui représentent l’élément centrale de ce type de structure, nous a permis de mettre au point un élément fusible robuste et fiable. Une campagne d’essais en grandeur réel sur les écrans de filets étudiés a permis de valider deux classes énergétiques (3000 kJ et 5000 kJ) selon les recommandations européennes. Les données recueillis lors des expérimentations ont permis de calibrer et valider différentes modélisations numériques de type éléments finis et éléments discrets. La pertinence de la modélisation a été évaluée au niveau des différentes échelles étudiées, échelle d’une maille, échelle d’une nappe, échelle du dissipateur d’énergie et échelle de la structure entière. Les performances et les limites des deux approches, MEF (méthode des éléments finis) et MED (méthodes des éléments discrets) ont été évaluées pour ce qui est de nos modélisations. / In mountainous areas, infrastructures, roads and railways are subject to various natural hazards due to the gravitational phenomena. Beyond the danger to users, the consequences of traffic interruptions becomes, from an economic point of view, more and more problematic and it becomes essential to secure these itineraries. An existing method to protect against the rockfall is to set up rockfall barriers made by metallic nets. This thesis focuses on the study of the rockfall protection barriers made by metallic net developed by the company GTS. The net of these barriers is different compared to conventional systems by an orthotropic behavior, due to a special form of the mesh. In this study we characterize the behavior of these barriers under static and dynamic loading (impact) by an approach combining the experimentation and the numerical modeling. The study proceeds step by step, the components are evaluated in quasi-static, in laboratory, and also in-situ to simulate the real conditions of use, especially the dynamic aspect. A special attention concerning the energy dissipators, which represent the principal element of this structure, has enabled us to develop a robust and reliable fuse element. A campaign of full-scale tests on the studied rockfall barriers allows the validation of two energy classes (3000 kJ and 5000 kJ) according to the European recommendations. The data collected during experiments permits to develop various numerical models of finite elements and discrete elements. The relevance of the modelisation was evaluated at the different studied scales, the mesh scale, the net scale, the energy dissipators scale and the scale of the entire structure.